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HomeMy WebLinkAboutProduct Approvals t, 4/4/2019 Florida Building Code Online {d BCIS Home Log In User Registration { Hot Topics Submit Surcharge Stats&Fact. Publications Contact Us BCIS Site Map I Links I Search d J b a ` s� Product Approval ' USER:Public User S�:9eiuxuttn^J:nm Product Approval Menu>Product or Application Search>Application List>Application Detail =�f FL# FL389-R9 Application Type Revision Code Version 2017 10 Application Status Approved `Grip�ioq �o� Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Archi lVr a LI_cgns d Florida Professional Engineer II 0 Evaluation Report-Hardcopy Received REV�EWE II FOR Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. CODECOM �I 'NCE Evaluation Report �* 1 6�UCIE P+®uNTY Florida License PE-44167 m�Ta �/ Quality Assurance Entity National Accreditation and Management Institute BOCCIE�,��Lt Quality Assurance Contract Expiration Date 12/31/2019 `I Validated By John Henry Kampmann Jr. r He Copy `� Validation Checklist-Hardcopy Received g' Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and 8'-11"for 62 psf, 9'-11"for 55 psf Created by Independent Third Party: Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf.See sheet 5 for other spans and ASD pressures. i 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level"D". Max.Span is 16'-0"for 30 p.s.f Created by Independent Third Party:Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,, load for HV blade for Keystone mountings 7'-0"p.s.f.for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION stud mountings and 8'-0"for 110 p.s.f.for HVSA working in REPORT.PDF unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party:Yes drawings for other spans and pressures. i 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOCJ INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eClrec, M https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 - - ---- - ----GENERAL- NOTES. --- -- 1.BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCI EVALUATION DOCUMENT(P.E.G.)NAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA - BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT NIGH VELOCITY HURRICANE ZONES. • DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A-DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS,O.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU.15. 19&20, INORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O,DESIGN WIND LOADS AREA 1: W BLADES ni & BY MULTIPLYING THETA Be 0.6 IN OROERTO COMPARE THESE W/MAX.(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20, GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HM USED It THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WAND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOUTACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE &WINDOW DETAIL -HV BLADE a 84214.01-03,80715.01-03,81004.01-05,81214.01-05,00317.02-06,80609.01-10 AND 802101.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2) W BLADE(D AND NV WINDOW.BLADE a AND E-1996 STANDARDS(MISSILE LEVEL D,NAND ZONES 1, 2&3)&81220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE-APPLICABLE) -HV WINDOW BLADE 0 BO505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.0,WIND ZONES 1,2,3)BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADEID AND W WINDOW BLADE ® ARE ENGINEERED TD WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3,BERTHA H.Y.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 814XI.75'RESPECTIVELY.410-M MINIMUM SERIES CENTERMATE DETAILS HV SHEET 6 STAINLESS STEEL SCREWS WITH 135.0 WI YIELD STRENGTH AND 180 k5i TENSILE STRENGTH.PINS SHALL BE COATED WITH DER"HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN.SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHAM.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND I MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 kel AND 35.7 ksl FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&-BLOCK SHEET 12 - 5.-ALL SCREWS TO BE-STAINLESS STEEL 304 OR 316 ANSI SERIES ORCORROSIONRESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k%T MIN.YIELD STRENGTH AND 90&1 UIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY WJ FLORIDA BUILDING CODE SECTION 2411,3.3.4. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL VIM 35 ksi MINIMUM YIELD STRENGTH, ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D 1 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE(D&@ WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X,WOOD SHEET Is 6_THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16`779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY US.PATENT 85458,179 tSSUED TO EASTERN METAL SUPPLY,INC. AREA 3; HV WINDOW BtADEONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO DE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 1D. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT. OR OTHERS,MUST PROPERLY CLOSE ALL HV AND Hp HV WIDOW BLADE 1 AREA 4' ONLY CENTERMATES AND ENGAGE OR LOCK ALL WAND HO LOCKS. P 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION,SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 Or FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING,LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE, 12.BERT14A H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AAD ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUEO TO. 13.(a)THIS P.E.O.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED OH THIS P.E.G.,PROVIDED HE/SNE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON 714IS DOCUMENT.CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSISTUM OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. RaESPOR I SLE FOR TSPECIFIC HE ECTS SR41L PROPER USEBOF TPREPARED E P:E„D.ENGINEER OF RECORD AMC ASED R ADDELEEGAHITECT TED ENGINIcH EERVTO THE P.r-OLL BECOME�ENGINEER SHALL E ENGINEER OF SUBMIT ECORD TO THIS LATTER THE SITE SPECFOR THE PROJECT IFIC DRAWINGS WHO RAWINGWILL SEFOR REVIEW. (e)ORIGINAL P.E.O.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER of RECORD THAT PREPARED R. 1F+'AAAAA+M++tv FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone tilt 02017 TWTECO.INC. CL`J 2017 EASTERN METAL SUPPLY,INC. X154:`jCENs�r ''9 Yi BERTHA HVTM -'-' 3 IL E C 4 qac. Accordion Shutter System A■ ■ SA ■ ■ tLv eu+oE#t wf OR w/o N.v.WlNfXhY el.Ane AmeFTcan Shaffer Systems EV.x otscRlAnoH OATS DRAWN W. LC. TTILUT TESTING & ENGINEERING COMPANY a Association, Inc. 1 OTD 15-085 07/27/17 DATE. 07J27/17 1 63$5 IM 364h.St.,Sis.SaS.Y4RCtM GAF0015,Ralttx 331 - Phone:(305)871-15]0.Fax: 3051671-1531 4268 Westroods Drive 2 Law, ' t a-ma1:tule�oo04I=. West Palm Beach, FL 33407 3 DRAWING Nyo� --�[�t� �\" t M-0006719 7•-1 V7 u J.�k1A4�,\tPtt' WALTER A.nLLR.n P.E. ' P.E. �FltL�5tFf tA�'URE/DATE rLOROA Ua 1 44167 6 SHEET1OF 20 4 • VARIES LAW Max. a 11 jr4��4 i� 1, -a 4 71" 4' 4.355* a . " 43-7- 4 0 HV SOLID BLADEBY UNIVERSAL FLOATER QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE%V/ HV BLADE(D (A)HV DIRECT MOUNT HV BLAOEO IT pIHY-WINDOW LADE! 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE—]W HV 6063-T6 ALLOY AND TEMPER BLADE UI .37 -SEE LI DNS OF USE OF GLAD ON 6063-T6 ALLOY AND TEMPER so TEMPER 3.226* 1.500' ITYP" It72 842 4,897* .81. 2.92' ............ 7 HV ADJ. ADAPT 1,375* ----------- R NLIP 1 V 920 972' 26, 7 OU FIED FOR us HV WALK—OVER TRACK (�)HV ADJ. FLOOR TRACK BLAffY All QUALIFIED FOR USE W1 HV WV TRENCH TRACK 3.750* LMADETEMPER QUALIFIED FOR USE VI/ KV QUALIFIED FOR USE W/ HV 6063-16 ALLOY A 13LADE(2)ONLY. BY RAINGUARD BLADE6063-T6 ALLOY AND TEMPER QUALIFIED FOR U_SE W/ HV 63-T6 ALLOY ATO RVARIES g; 2:9 6" BLADEDE 1. Ills' VARIES 1.936- 6063-T6 ALLOY A M. IEWE 1.917 ox. .. : . 4 .083'— -oar 093- ".W3 00 I— HP7- 670 Ar I 4' 670 1.6130' 670 11 HV CEILING HEADERHV HEADER/SILL 103 HD CEILING HE QUALIFIED FOR USE W� HV BLADEP)ONLY L OWED FOR USE W/ W BLADECi)ONLY. 6063-T6 ALLO AND TEMPER""' QUALIFIED FOR USE W1 HV E0 (f� HD WALL HEADER451L SEE SECTIONS FOR VALIDITY.- SECTIONS F ITY. QUALIFIED FO USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-TRALLOY AND TEMPER BLADE I ONLY. 6 TEMPER A B TI x y I JwL XjMN.YJIMN.t 2- 2" 0.125' COMPONENT T2 I I- I 1- 11062-1 2- 5'MAC. 1/0- r 18 2" S'MAX„ 0.102" 0.192" i(�q- r2d, POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 109 2�5- -I,MAX. 0,190, 0.190, :: ALIFIED FOR USE %V/ HV BLADE I QUALIFIED FO BLADE(1) BLADE&USE W/ HV - !-T6 ALLOY AN ONLY. �35 -2* 5*MAX.. 0.139- 0.131- 606 LLOY AND TEMPER 6063-T6 ALLOY AND TEMPER I I FLORIDA BUILDING COOE(Kon High Velocity Hurricane Zane W­ t%A. t1, 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ';�c ENS;,.Vop BERTHA WVV,7_ Accordion Shutter System -KrE KV. MADE#1 W/OR W10 KV.WNDOW WDE A.S.S.A. American Shuffer Sysfems RrV.W. DESCIZIPTION PAW I DUMA 9,1. LC. r"r TIWT TESTING & ENGINEERING COMPANY — 'r"� Association, Inc. I OLD 15-085 07/27/17 OAIL- 0 27/17 T OF ,v 6365 14.W.Rik.St,SW.305.MOCZ11A GNIONS.IFIDROA 3316' (305)871-1530 F..!(305)871-1531 4268 Westroods Drive 2 on 10 N ° 00067 DRAWING Na 0 ­01 West Palm Beach, FL 33407 3 ......... 4 17-107 it WALTER A TILUT Jr,P.E.70 Vs FLOR"LL,#44167 5 SHEET P.?.�Lft PVXkE/DATE 2 OF 20 4 6 0' 4.578' 5' 2.93' I/d'-20p1/2i 'L ocE CAST Thy. +7 t O]34' MY' �HNEK1 WSw^.["VEL 1/4'-20 2 jj o SS-U') FA*±t1ED tKRDWW E CAST ENO HOUSW!d�'0` 1 • �� �� °} m_j DAKCO PW,pEL D ,_.} ORES"lVR1R .062' fD9 ,1 oI n 75_ m Wro9. 1.3 5• .Ills ;WANDER LBRASS crut #32 P KEY"(IROM (CHROUE PLAYED) 21 HV CENTERMATE g'. ' PLATED) UAUFIED FOR USE W/ NV BLAOEt�& I LY 2 s 1.325 P� LOCK HV EGRESS LOCK 6063-Tfi ALLOY AND TEMPER QUED FOR USE Vt/ HV BLADE 1 & IA)ONLY ° q?Y .02• . 7'1 QUALIFIED OR W/ HV QUALIFIED FOR USE V7/ HV 6063-T6 ALLOY AND TEMPER g.I I�ONLY. BLADE,1Q& @ONLY. O ALIFIED FOR USE W/HV BLADE 17ONLY 1-250'O.D. 516, 74' 6063-T6 ALLOY AND TEMPER PLASTICMOLDED • 1.7 6' MOtAEDY0 4.Ods' 2 SCREW n 9 5• 2,07 06 n " :0 6 f. ,0- a h .6O'AFTER RIVETING '"t 114" -205x 3/4" BEFORE RIVETING S.S. 0� S. THUMBSCREW 1 U'0-2Q RiVNUTe �+• g m� `0 *SERIES 9444 ALULIENUY(2024-f3 ALLOY)WOE FLANGE THIN f ° ..;-,I SHEET NVIS£R1,.PART/0520.AS MNn1FACTUREO BY AVDEL CHERRY TWORN,PAABPPENY,NEW JERSEY 07054 08 EQUAL PLAN MaNr uavAnoN HV MALE "T" -LOCK CE T Rf MATE ` 4,966 °dL.l 27 LOCKER FQR "T" LOCK CENTS MAT QUALIFIED FOR USE W/ HV BLADE Q)QNLY � HV FEMALE "T" LOCK CENTERMAT HV "T" OCA i NV ALTERNATIVE LOCK 6053-T6 ALLOY AND TEMPER QUALIFIED FOR USE OUAUFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(TI)ONLY QUALIFIEDFOR USE W/ V LADEJ)ONLY W/HV BLADE CV ONLY. BLADE 1 ONLY, 6063-T6 ALLOY AND TEMPER �5 .91MPER- 7 m n� 3.101 I � � a IHUMflTURN D53' -4 d CYLINDER OR .211• "0 061 .062' 214. 6 KEY CYLINDER 0 0.875'Min, m'n 'iO 0 1 .125'Nor. 31 O a " o QUALIFIED FOR USE W/ HV BLADE f & QUALIFIED FOR USf Y// HV BLADE 1 &Q 6063-T6 ALLOY AND TEMy PER ' ' b — bOs3-T6-AUOY—ANO TEMPER HD QUALIFIED FOR USE W/ HV BLADE 1 & 1A ~ .5.0 3/8 e- /1 0` 6063-T6 ALLOY AND TEMPER r11uM87URN ^"ACETAL 1HiJ405LRfwS. 11/2' R �'"-rCT1fNDER (SEE CETAE5 l-.. UO _ OR KEY 15' Irv, " 1.57 Min. CYLINDER LLL- z w +"� 1.78'MOK. KING ROA L� HO LOCK •° 4 31"x=b3'�eLl QUALIFIED 606 FOR USE WN HV BLEB �1 HV 3f8"0-16 ACETAL, 37 HV 1[4" 9-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES'2333 HOOK BOLT LOCK. 6053-76 ALLOY AND TEMPER IDA WILL REQUIRE A 7/1 HOLE THUMBSCREWS SERIES S.S. THUMBSCREM OUALIFIED FOR USE W1 HV BLADE(,i & 1VA DRILLED AT TRACKS FOR PROPER EDMENT UALIFIED FOR sY HV B OUAUnED FOR USE W/ HV BLADE fQ FLORIDA BUILDING CODE(Non High. Vetocity Hurricane Zone jt. 02017 TILTEO,INC. 02017 EASTERN METAL SUSUPPLY, INC. ttBERTHA HVTM q — Q A Accordion Shutter System ■ M i ■ H.V.BLAZE#1 W/CR W/O FLY.WINDOW BLADE. • T ��R� TICCIT TESTING & ENGINEERING COMPANY American Shutter Systema qEV,Ift DESCRIPTION OATt oRAAW 9Y: L.C. .a STS Association, Inc. 1 OLD 15-085 7j27/I DATE 07/27/17 0355 han.36U.st,sld 305,15RONA OM0=N5,r10PDA 331 4268 Westroods Drive 2 1\ Fh9nn:(:05)071-1350.F°+:(30.4)871-1531 DRAWING No ' +� o-me Rat<aPocW°om West Polm TBeach, FL 33407 3 7 1107 ..OQ. .a�.t+� ER 000671s 4 '•• �j� REE wA ER A wT Jr.P.E. FtoRm Ex.r 44167 5 SHEET P.E.�SE7AIt �tA RE'jOATE 6 3 OF 20 r „ SHUTTER ASSEMBLY SCHEDULE -�j 12 1 . LEO kNCE n HV . 41 TO BLADE TI P 0625" E*E 1A -1875* (i)(D HV BLADE I CC 14V M DOW BLADE .0625" .0625 .0625 HV BLADE 1A BLADE'S 8 7 5_ 'y Ons-4. HV LONG RECESSED NYLON BUSHING 'z'6 KNUCKLE 39 (ryp) HV SHORT RECESSED NYLON BUSHING A. WASHER Q OR 0 t HV NYLON HAT HV WHEEL CARRIAGE AISI 302-303 SERIES 4 x O.870"x3/16" THICK NYLON WHEEL. 2 1/8'MIN, HV CLEAR -DOW j- SEPARATION 03'0 3.7500- 0.188'0 AISI 302 SERIES S.S. RIVETS BEtWEEf1 062V 0625' BEEN 1 3/4' HV 1 3/4- ACCORDION PIN W/ #8 HEAD OPENINGS ON C NTERS .7500 HV 2 3/4- ACCORDION PIN W/ #B HEAD 2 1/4 CLEAR4 ME"MAMM @ POLYCARBONATE IMPACT RESISTANT HV WINDOW T_Y E AND -PICAL_HV WINDOW BLAD If POLYCARBONATE HV WINDOW DETAIL N.tS OR (9 or @ 0 F* NOTE(SEE TE,I R E M F NFTOSR) (D OR @ POLYCAREIQNATE IMP RESISTANT HV WINDO BAYER MAKROLON 3103 POLYCARBONATE -STABILIZED GRADE OR SABIC 10 RUDE 12*MIN.CLEAM ICE M INRESINS UV NOVATIVE PLASTIC LEXAN 103 RESIN Uy PIN BREQUIRE TS AT EXTERIOR-BLADE KNUCKLE FOR S(Ir) HV in Lu'(14T OR (9 (SEE NOTE "F- ON SHEET 19). (1) KV PIN (9 SHALL ALWAYS BE USED AT ALL EXTERIOR J 0! BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR EXTERIOR APPLV= REVAT HV (9 BLADE. 4-. RRICAL SHUTTER ASSEMBLY wx;&PROPER= STA"Mm HV PUI OR AT (2) HV Pill 0 MAY BE USED IN LIEU OF (D EXT AND ONLY AT BLADE'S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O 00,324' (SEE NOTE *FOR 4 BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. .04 REOUIREUENTS) .1"AT 1= AM 0 12_- 07 00 P"J. 13.100 ",L FLEXIML STRe. 0 (3) HV PIN (g) OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER Q E ILD YSU3 mmus ASM 07;3 34D�00;4*1. 345.OW psl PACT SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, Marc,OnI= ASUI 0256 is fl­b/. 17 FT-Mt. SHEET SUOKE DoJSffr ASTU 02843 47,2 X 94's%U. `HEEL CARRIAGE DETAIL OREMBILY LAYOUT RUE Of MI�G AM �i QASS C�l CLASS Sor 011110" Astu Dig" 1040 Mr WrAniEffl ASTM QISS VEl WRU.41N ASTER WAT ASTM 6M = p'.1 2 e8*0,P. HV -BLADE SOLID FIV WINDOW BLADE DETAILS W=f STRM BEFORE ylzkN� AS.- 1 8,161 p...L I �tWO F.L N.T.S. k TI/ FLORIDA BUILDI CODE Non High Velocity Hurricone Zone: a, (£12017 EkSTERN METAL SUPPLY,INC. ........... 02017 TILTECO.INC. EN4­%:�.p­_ 09ATHA HVpA Accordion Shutter System ECOme. Aa%pN%ffNAw ItV. BLADE#1 W/OR W/o KV.WINDOW RADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems 4EV,". DESCRIPTION DATE ORAIJ Ign. Lc. 7Association, Inc. I OLD 15-085 37/27/17 DATE: 07/27/17 �'•e 1ti6355 Im.nix SLI St..305,MROM CAREENS,FLOROA 3JIU 4268 Westroads Drive 2 r) vn - - . ......... 'BWO P".. (305)871-1530,Fox;(305)871-15211 W3 est Palm Beach, FL 33407 — DRAWING No .0, I17-107 WALTER FLOP X TIwa19 4 T Jr.e.E. jak U.f 44157 6 SHEET P,E, SEAL/SIGNATURE/DATE 4 0F 20 2 i• 2 0 �a•1f3"� 5i " TES u 1, MAHQAMWx CONDITION/t: ONE HV LOCK(&or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN c �� �• OR 12'ABOVE OR B OW 2 OF SHUTTER SPAY FOR SPANS UP TO 105",ANO FOR INSTAL TIONS T ANY 1 EtEVAITO NV LOCK orr^MAY BE USED AS AN IN510£OR OUTSIDE LOCK,ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FIAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICA h� r SHUTTER ELEVATION. 2.OPROIt �NOR10N/tc IF DESt OR FOR SECURITY PURPOSES, UP TO TWO HV t 5 o.t2 LOCKS�, OR 2j MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES(23, —°+ZG'y' LOCATION 8E AS tNOkCATED ON TYPICAL SHUTTER ELEVATION. B-HQ Y9 J 4oaMa�b `„��r f �Ic 7 M([►y/tl H.V. LO�KcI; LOCKINR RODS ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY '•"&.C47 0 b Bf USED IF AES1t2£D TO ENHANCE SHUTTER PERFO IAANCE. LOCKftdG RODS r'�OR A�1 ALTERNATIVE DEVICE fMY ALSO BE USED A7 STACKING POSITION (NON HURRICANE POSITION). 4. RY-callo 12:ONE HV LOCKj1 y(�SHALL BE USED AT CORNER C R ANY SPAN 11F _ AND INSTALLATIONS AT AF1Y`ECEVkTIBMrFM--E9GK�$ OUTSIDE OR INSIDE LOCK, ° ry ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/1 1/2'X1/2`LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS(T$ AT TOP do BOTTOM SHALL BE USED, LOCATION OF LOCK,SHA7.L BE A.5 INDICATED ON TYPICAL SHUTTER ELEVATION. I Hoq- MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. \7 A9 5. Q=AIXERHM TO M41171ATORY CONDITION in ONLY FOR W LMZ ji VAI A/$ M 6NE am ALTERNATE HV LOCK MAY BE USEQ,IN LIEU OF HV LOCK or EOR-ANY SPAN AND - _ 11 TI 3 Ssf INSTALIAT70NS AT ELEVATION.ALRNATE LOCK¢§ MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4`S.S. THUMBSCREW TO(81 OR Q CENTERMATES SHALL BE MADE W/ 1/4.4-20x3/4'ALUM. RNNUr AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ., Q+' 6. MANDATORY CONDITION /3 FOR KEYMNE MOUKgTHG INSrM i AT10NS. ONE KV LOCK 4`/y or 23 or 2- SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98'.AND FOR INSTALLATIONS AT ANY ELEVATION,HV LOCK I&or 0 or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO(81 or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2'LONG FIAT HEAD S.S. SE£END �. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS g Wf 2) CONNECTION EN DON OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. pETAIL,ON 0 r c H 1 x L Y P 0 4 v w x SHEETS 10 FULL 1 *NOTES ON HV "T" LOCKS AND CENTERMATES' HEIGHT. OF CORNER I SX CONDITION JI VAUD ONLY FOR W-f-I=00- on MATES CO AND D won, CENTERMATE ,� ONE ALTERNATE HV`r' LOCK PJAY BE INSTALLEO IN LIEU OF NV LOCKS 0 OR FOR ANY SPAN AND 1 �®•t 't�f';�lry TD .�j toc INSTALLATIO AT ANY ELEVATION,Alt NATE LOCK OO PAY BE USED AS AN INSIDE OR OU SIDE LOCK. ATTACHMENT :' V v OF LOCK�INCLUDES USING REINFORCING LOKEFi Q7 ,AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED T CENTERMATES 0 AND O`Wf 1/4`0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8"0 x 3/32` WINGNUT• •l/�T�/Ia 6(�• •�$m MAXIMUM ORW1 AN 04 BELOW IMIDSPAN. USE OOF TWO LOCKING RODS S0 TOP AND BOTOM 8'RIVNUT. LOCK MAY BE ISMANDATORD AT Y. OR 12' C8) @j-® 05-(g-• *MITES ON HD LOCKS & CENTE"'%TL S 1 HDLOC�W,j HD GENTEMATES OfIl OR 32 WAA CETT 6HE ALTERNATE HO LOCK 0 MAYBE USED IN LIEU OF TYPICAL (f) HY BLADE SHUTTER ELEVATION HV LOCKS(g�OR(p FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HO LOCK a MAY BE USED AS AN INSIDE OR,OUTSID LOCK.ATTACHMENT OF HO LOCK 4 TO(D IS W/3#8 x 3/8'F<K S.S.M.S..AND INCLUDES N,T.S. REINFORCCMENT INSERT AS SHOWN ON SECTIONS HOB-HVB AILD HDC-KVC,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN,USE OF LOCKING RODS U15 COMPLETELY OPTIONAL II„Arrrrirv,���fl �, Q on i9h elocity urricane one lII �,� •,......,,••. 02017 TILTECO,LUC. 02017 EASTERN METAL SUPPLY,INC. �'�• ucErvSF ,�.�Z � � � � � BERTHA HVTM :A TL E c a �.�. I)j . Accordion Shutter System H.V. BLADE#1 W1 OR W/o H.V.\M=W BLADE American Shutter Systems ,H Dtscxm DLI DATt DHAIYN BY: La. b •/? TILLIT TESTING do ENGINEERING COMPANY y -J3 OF : Association, Inc, L OU3 T5-085 7127/tr DATE 07I27/17 01 r , 6335 Few.la n sl..s c.3a5,Y.coxa xrs.A.33x6 x289 WestrOods DTIVp 2 Tt\ Phone:(305)87t-15:4,IoM:(305)B71-1331 DRAWING No SS•.`.�.,,.,...•” LTy o-m Ie V114C6000�-m West Palm Beach, FL 33407 3 7^1 Q7 /OVAL � ,III WALTER A.TILUT Je.P.E. { 'Ad11MOA Lto.!44187 5 SHEET P.E. SEALJSiGitIdTURE/DATE 6 5 OF 20 - -- -- -- NCRETE ANCHORS POURED CONCRETE POURED (SEE 5CHEDULE ON OR CONCRETE"LOU POURED CONCRETE SHEET I3 REQUIRED 1/4"0-20x3/4'S.S. CONCRETE ANCHORS MACHINE SCREWS _ RC CONCRETE "—"'t. REQUIRED � IIR (SEE SCHEDULE ON Y1/1/4-20 CONCRETE ANCHOR `" I L,.:J t 8 �t[YSTDVE(SEE U=Nrm�ON Sim 7) i SHEET 13) NUTS© 12.O.C. (SEE SCHEDULE ON SHEET 13) 1. i" u n. 12 OR 1 MAin: 1/4"0^20x3/a s.s. Ea MACHINE SCREWS ---_ Eo EQ .. __ USING 114'-20 NUTS 19 O 12"O.C. Y— 3 O £.O.♦ I t/2 .250`Max. I i�ll $ "__ ,.a 13 OR )S+,'} .250`R1ox. E°' rE91S E. - •/' OPTIONAL I "1 1 l.oPnONAI ( m rXA4 t5LE l a EaEnut CH 9i1T ;, �;� MIN.SEPARATION TO GLASS 1 rt FOR@hE6}AW 1 OR iii i Ews1wG ) EXISHNC I ON 9k1T Ii r(N I ' GLASS '—`(SEE SCHEDULE ON SHEET M I DA=(De Q1 i MIN.SEPARATION TO 04!$5 G4ASS--i r(SEE SCHEOULE ON SHEET ii) XISITNG cIJISS— FC HV WALL HEADER INSTALLATION OA (g) HV WALL HEADER INSTALLATION + KEYSTONE EXISTING { ) MHN,SEPARATION TO GLASS - rn SwMAIX" r I —(5EE SCHEDULE ON SHEET i t) T CNJS TO OA55(ITE I 1 I I OR (;,7` I MIN.SEPARATION TO CLASS 'r ' t c�s� L.++b�� � ( �t (SEE SCHEDULE ON SHEET 10— I ON 9w is rOR 'h , - HAMST I( ; EXTSTING t r OPTIOMIAL w E.D.• I I I 11+. Ili 11) a. 1/4"Man MAnK. OPTIONAL i i ,, t 3 OR 1 rJ ii IT E0 fr t O A. �n�j L, EQJR t y "-- t2OR14T i :r__.__ , 1/4'0-20x3/i'S.S. j\1 EO EQ PHILLIPS TRUSS HEAD 1/4'0-20x3/4`S.S.PMLUPS MACHINE SCREWS USINGCONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS _L `'^CONCRETE ANCHORS 17 9R 18 t•r 1/4-20 NU1S O 12`O.C. I L(SEE SCHEDULE ON (SEE SCHEDULE ON SHEET IS) ( Min. POURED CONCRETE SHEET 13) W/ 1/4"-20 NUTS m 12"O.C. POURED CONCREI ^A OR CONCRETE BLOCK CONCRETE BLOCK —1;— NCRETE ANCHORS REQUIRED w REQUIRED@ HV WALL SILL INSTALLATION (SEE SCHEDULE ON HV WALL SILL INSTALLATION RED CONCRETE— SHEET 14) OR CONCRETE BLOCK YWl REQUIRED O HY WALL SILL, INSTALLATION NOTE FOR COIARIM611ON OF STCTlaNS. INSTALLATION DETAILS W I-SEE SHEET 4 FOR TYPICAL SHUTTER *C,D.••EDGE DISTANCE r SLe � OF USE FOR H lI BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLHEET IS AS MOUNTING SECnONS.CAN DE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. A 1N Xii R A 7J! FLORIDA BUILD)NG CODE(Nan Nigh Velocity Hurricane Zone' F+ 02017 EASTERN METAL SUPPLY.INC. 1 :•• VEt•/+ ✓" 02017 TIL7ECQ•INC. % BERTHA VTIA k�i L� +7v ••••�j Accordion Shutter System A ■ ■ ■A■ H.Y. MADE #t W/OR W/0 H.V.YdPDO'N I?:.4UE Q YC TICCIT TESTING ENGINEERING COMPANY AmerTcan Shutter Systems EV.IN DESCRIPTION DATE ORAWN SYc LC. ,��` �� s sass nm,Sau.ST,% sur.383,tiRcttu rrROLNs.FI.ORnA 331 ASSOCIatTOrt, Inc. L OLD TS-OBS 7/2111 DANE: 07j27117 s" Pnana:(303)871-13 p.Far:(303)671-1531 4268 Westroods Drive 2 DRAWING No j1I a--k tat...CaN.— West POIM Beach, FL 33407 NAL s rF+; ES-0006719 a 17-107 �rIAA/A!+•x� WALTER A.7ILUT Jr.P.E. FLORIDA Lk.f 4+157 `- SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 D CONCRETE ANCHORS UAL +__ ♦ , COH BETE t--(SEE SCHEDULE ON SHEET 13) TOaus(SM '1' w/ON IX14TINC 1 ' ro' SOEDUE w ((sa u awu av RECUIRED ,1 {pA.p GLASS-•.� - r_._ EDGE OF SezT.t9tOR. i ro aA s.+[n 1ry� • "� E D .' U EXIS S� uAteSNn,(A ` r^mei s I ' 4 MPt -,...• tf r i ALTERNATE MC11DR a i ,r kn ExtGLAS(110x3/411 NEX 57ASHER HEADOR 1 OR 1$ 3J8 wv_ TEK SCREWS O 12'O.C. LOGE OF 3/R TNv. CONCRETE ANCHORS f U 1 _ 7 (SEE SCHEDULE ON SHEET 13) !' E f4 .f APPLICABLE tt �� it t1 EXISTING ' U' MGE of T GLASS J (I SLAB FEDGE OF ; t ' i/2 ' -1 awE of SLAB IF w1 S:pN+Otp� APPLICABLE E D °;£Q SLAP Tr �" ,' t0 aAs(SEE MPLlCABL£ RED D. SNP�R�O FLAT HEAD CONCRETE ANCHORS -«{555j E PON g p I + POURED ,_. '' co I(y�p REQUIRED (SEE SCHEDULE ON SHEET t4) F.' ON SHEET 19 rtn 1 O Q� CONCRETE �* FLAT HEAL}CONCRETE ANCHORS S IiNL50)a RECUIRED E.D,` E.D.• (SEE SCHEDULE ON SHEET 14) 11 TRENCH INST LLLATION � R)ONLY FOR UP T +70, -75 PSN A.S.D. (BI HV FLOOR INSTALLATION j' HV LK—OVER INSTALLATION ALSTAT. TION DESIGN PRESSURE RATING &FOR SPANS PER HV CEILING INSTALLATION SCHEDULE#3, SHEET 11 v1.3LPNUiICeI f SEE SCHEDULE 0' '---- sa _ , fCRETE ANC14ORS O ,._...r_. SHEET 15) I/4b T RAJ L'oe'D�¢c�i ifjs ( 0- 0— EXISTING---i EXISTING•^•-� 4PAW1K)4 HO nAn ����__�_����� GLPS9--f---- ,1 TENDISI%CANO.OA ER I/1b ORSTW/ I i/4" GLASS CIASS '-(0a so49wE CR saa 117:' ' �V iA51113/4,AMT'{Rf A14MORS a' tom. vx. nuAr N ro ,3J4"P T n+-V SPA o e• 10 U'U i H i LAE tCwt4Ar of '0 ' O.G FOR R 10 43 LA SPAT MLi • ' 1.O.C_T'OR To&*- MAX, M4Y ' +••i I i 1/4- i - S[UUNI-01 AT 4J?Y�FASTENNE�R AMY i JMAX. I ,-" (tYR)(sem ROTE t ON ," 3 8 _ 1/2- # $ ! tOx3f4"HEX IE d• SHEET 17 FOR UsatAigN4 TMX. S 'f DR WA HE RtHEW �. CCNT. ""_� uRT. ' 0 12'O.C. j14x3/4' HEX HEAD i, I-I-"t1 j 1 3/9 ,. TEK SCREWS 0 9'O.C, ' 3 - - p}4x3f4"S.D.S f e' iJ4•o-40x3/4's5�9 OR 1/4-0-20 S.S.M.4. I CONCRETE ANCHORS b >� -- _ 6 •� 3/ 1, _ -- I I 17/4` i,. 0 12 O.C. 40 NUTS (SEE SCHEDULE ON I m 9"0. C. . MOk, O 12'O.C. W/NUT 0 9'O.C. 1 i SHEET 14) f - - EXISTIND NOR STRUCTURAL ------' ! j 1 7 0R 1 8 -�,,,,_ L '� 2.00"ilw WNL TRIM(OEOORATK `,,• ,.^ i'i +' .U ' EDGE OF F.H.S.D.SIF . E.O. 511L) LTCAfil.E t --•A.=� 0 B'O.C. MIN. POUREDCa+CgErE _x•, CONCRETE ANCHORS SEE 140SE 13(6) _ REQUIRED E D p0URE0 CONCR (SEE SCHEDULE dN ON SHEET 1 EE NOTE 13(6) . ",� � �'� E.O., ' �.' • OR CONCRETE OCK SHEET 14) POURED-CONCRETE 627 SHEET 1 I ---•{' RECUIRED OR CONCRETE BLOCK ^KEYSTONE� `PTIOPIAL POURED REQUIRED 0/1MkVUUASO DCSMOL1NSWRNG�INSTA TION CONCRETE 00 INSTALLATION HV WALL WALK—OVER INSTALLATION UAIDMOLI SHUTTER SPA,8'-D• REOUIR _ INGUARD INSTALLATION tt THIS INSTALLATION SHALL BE > SINATIC E.0,-EDGE DISTANCE REMOVAR.L£WHEN PERFORMED EE UTA AiIONS OF USE FOR t- SEE SHEET'4 FOR TYPICAL SHUTTER .(SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPERABLE"IT S OR ENTRANCE BLADE ( ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W,f T HV BLADE MOUNTING SECTIONS.CAN BE COMBINED IN A '—` ,. - .... _. y p� �U WAY TO SUIT ANY INSTALLATION. i+1+j LP A• ?• �'�•, FLORIDA BUILDING CODE Non High Velocity Hurricane Zone; 11 02017 M7EC0,INC. ®2017 EASTERN METAL SUPPLY,INC. >v>cenrs •, ��,__ BETA HVTLI A S A Accordion Shutter System L!EGO .... \ . ■ ■ . ALV.SIAM#1 W/OR W/O KV.1hlMM BLADE ' ( TILLIT TESTING & ENGINEERING COMPANY American Shutter Systema UV.No DESCRIPTION DATE DUW14 BY: L.O. dam,'• <L`41 Associations Inc. i OLD 15-035 7/27/1DATE- 67/27/17 �, •. RI� t assn N.W.jou . .sL s ,aDS,nRwa.GARDENS.oa .FLORIDA»ta a '•'=-•�'y�-I*1 Phoxa:(305)871-15:0.1":(365)671-1531 4268 Westroads Drive 2 DRAWING No (1 ��� t1 .-0:UA...0.0c— West Palm Beach. FL 33407 3 +� NAL It EB-OM6719 17-107 •''"�irii/ss�'ssf WALTER A TTLUT 4'.P.C. 4 P.E. SEAL/SIGNATURE/DATE TToxdA Lsa/44167 a SHEET OF 20 ALTERNATE INSTALLATION WjHV 'IT" LOCK PO. HV MALEAEMALE "T" LOCKS CENTERMATES a8 Ta9 L('?CKERS U W1_Cl) HV BLADE SEE END CONNE0011 DETAILS ON SHEETS `10 A la INSTALLATION nl HV BLADE N OUT — [---I 1 e)-' a"n'o QLss OLAx 0 VLArg OUXL W.af=Tw ON S-W a. WZ HD CE TERMATES O—UT F As wuL As uNwwm rumur sLAK 0 Ouk'L hw-wm :NWICATM ON-SHM,JMY SE UM WON Tl IALTWER IMALUM14 OEM&wx.smoom IN TMS S"rrr- SEE END WALL CONNECTION (0-0.0- DEW ON SHEETS 10 &o•0-0.6 (D (OPTION&) (OPROAL) L----------------------------------------------------- --------------- AT O.Q FULL LrAvw. EACH N. IN (4)N.V. To CM /VHV "T F_IN_j Pu's(TYP-) LOCK (INSIDE) re F ----------- -- 5 1 2 2 31 aR 33 31 OR 4@OR 301 ORA) OUT I ��I/4" 0-20 x 1 1/2" S.S.M.S. SEE NOTE 6 MR w 242ngj W/ 7/8"o x 3/32' WINGNUT. HDO—WO Fo-u-T] HDC—HVC LOCK.On sncEr (9HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES SYMMETRICAL HD gENTERMATO WL-G* LOCK (EXTERIOR) W & LQCK (INTERIOR) t SFkrS 2-4- (2024-T3 ALL"LA 73 WN SNXET WMERT,PART f 0520, AS MANUFAMAW BY W=clu" RN MKTOL PARSIPPEW,KJERSEY mm 070"OR EQUAL -----------A----- - 3SiZ M ID wws Lamma ROOF A NO(D LOCAS W�=5 /� \[-O-\/ WMAUL ftw-4 WXG MAa -S ,-w-wo F***V&10 MR ALL CfUnVURS~AWNS WITH WOC 0 it HD7—HVDsr MATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone: 02017 TILTE4:0,INC� 02 017 EASTERN METAL SUPPLY,INC. BERTHA MVTM 0. Accordion Shutter System z77,LrEcojmc- \ A.S.S.A. KV.BADE#1 W/OR W10 H.V.WNDON IXAX American Shutter Systems UY.#14 DESCRIPTION OATS DRAWN BY. LCL 4 TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLE) 15-085 7/2711 DATE _5772-7/17 1, 6-OX 36ft SI.,St..305�VIRCM CARDERS,FLOROA 33161 OPI 4268 Westroods Drive 2 DRAWNG No ........ West Polm Beach, Ft. 33407 3 14 al-0006710 4 17-107 WALTER A TILUT J.P.E. fLOR*A Lk�f 44167 5 SHEET RE, SEAL/SIGNATURE/DATE 6 9 OF 20 • _______ POURED CONCRETE POU ED CONCRETE -POURED CONCRETE POURED C014CRETE OR ! OR CONCRETE OR CONCRETE OR CONCRETE REQONCRETE UIRED BLOCK WALL i- BLOCK WALL REQUIRED I BLOCK WALL REQUIRED /- BLOCK MALL REQUIRED EXISTING GLASS EXISTING"GLASS i; • I CONCR£-TE ANCHOR /-EXISTING GLASS� � ..- I. 2-MIN. EXISTING GLASS - ;� z ( �r ; ® 16'0 -C. _.,f _.. E Ifik SEPARATION .,,.^` •''"� .•=2°MIN_." TG GLASS(SEE Last 1SEPARk=4 M111.SEPAPARaJ EC IL �PfRA7NkJ KEDULL ON SHEET TO O-ASS(SFE �. EO ' EO TO CLASS(SEE 11 FOR BLADE 0" � SCHEDULE ON SHEET +� �'� TO wss(SEE I i SCKEDLtE ON SHEET tf 16'x3 MAL( ON SKEET t9 QAvb ! SCTfDtJt£01i SKEET it FOR RADE()1d+0 (6063- NT, O& 11 FOR EYlOE®ANG A ON SHEET 19 FOR M.CLOSER iA!)EY' ,./' f 1&AIDES(],&(D 7/2' ;ON SHEET 19 FOR (LOCATE AT l'.,tiT� DALES(OD (2) PLATE.((LOCATE +f2' ' ` T� ` ELAOES IOry Q�) £R37 SIDE AT ERMER SIDE MINI-� 1 •k--- !� bf 5) 1/2'MIN. - OF& -Ij—�^ I I d•USE 1.OR 2*MAX. ( �. j --- s (AS APPLICABLE)x2'xl/6'AO #IOxl/2"S.M.S. ( ( `-�.,' ALUMINUM CUP ANGLE --_�--_ #70xij2'S.M.$,_J .-'' Or 18'O,G. (6063-T6 ALLOY)AT MIDHEIGHT S.M.S. - ✓j �Qr WALL AT t"O.CN(LOCATE T TO J 1 I S ANCHORS SEE DETAIL X IF RRRJJJ EITHER S70E OF(7g ) 1 OR \./ SIDE CONNECTI N 1 OR SEE DETAIL CON X FOR 1 OR • -- TO TRAC O,_Ow 8�>,I�D•Q d• SIDE CONNECTION SIDE CONNECTION ® I w�a 8 y SEE DETAL X FO 1 '• .6• T"'6 r0•�w TO TRACKS �w w A�6 7 w8^� } •�w 10 �'•�,�®'+L`la TO TRACKS 70•�a©•��.(�w �°."'I w L 'V"•,�pe�'.'J•�'1�,JS•® g •Q.�w©.�j.�Pr 6 ,n,©wQ'Q•�w Q.�.�A®•(7 a Q.�7 13-0J 1:J•.04e �.�ostl't.,®w,®•®u 4!! V 6. ®a0•@wa'0a p•��.�'�wp'4�w1�� ® �wd��w� Qw� 9 @w0'd -0-@1 w®' END CONNECTION- DETAIL(3 END CONNECTION DETAIL 4Q END CONNECTION DETAIL t!J END CONNECTION DETAIL 2 + REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' FOUR ONCRETE OR iDCiST1NG /-EXISTING CLASS CONCRETE D BLOCK VJALL REQUIRED I GLASS �� i�-/t•+ ' PAN.SEPARATICN . 1110xtf2 SMS:%- �4Y---'_•_y TO GLASS(SEE a }6'O:C. A°AT7iXJ Y r�L.^ —••' -- 11 F ON 0A`O CONCRETE 1j2•MRO. TSCHFSULE ON ----" _ -- `"""�z-------- -_-_ ~a OR®OR�OR ON SHEET i ANCHOR tD �. 71 FOR RADE Faro 4 ___..__ �1/1 OR©OR qOR 1@ CONCRETE BLADES(D � 12' � ON SHEET 19 FOR I ------ ANCHOR 1 I -£D 5 i SAM(DOR(q O 76• � i/2 O.C. Aft$@OR(f)CR 2•MIN. J9 2•MIN. FS&LIPTONS DF USE fOR ������E N SHEET 19 1 ORa0RI�1 GR 1@GR 1@ L�: I 1 OR PLANO OR ®4 I mow©Oq©w rD,�w DETAIL X POURED CONCRETE OR a�w® COw ^@ 7Da®a�•Q •©'pw END INS LL_�A ION CONCRETE BLOCK SYALL110-010- .x�w�.®o. 6 m 6 REQUIRED 6• '� � �•Q'0w 1HV BLADE OR I•IV WINDOW BLADE INTO � °�'�"©'o�w CONCRETE OR CONCRETE BLOCK WALL. 019 END CONNECTION DETAIL O �w( Oiw ®wq; '� NECTION DELAIL® a FLORIDA BU110NG CODE Non High Velocity Hurricone Zone 02017 T6.TEC 02017 EASTERN METAL SUPPLY,INC. —�--�� A.S. .A. y 111.1 ECO�mc. Accordion Shutter System KV.V. #1 w/OR W/O KV.W=W MADE American Shutter% Systems'JTYC TILLIT TESTING & ENGINEERING COMPANY Y REV.K O[SORIPRON Dare DRAWN M: LC. '4 Association, Inc. 1 OLD 15>066 7/27/1 DATE: 07/27/17 f3� Jrl S 1155 Mfi.]6 h 51.Ste.JMm RM G AD21S n0ftA 5578 PhaM:(405)871-1530.Fax:(305)677-1537 4268 Westroods Drive z DRAWING No Shy SAI. y�, 11+ e-wJ:tns-000w, n West Potm Beach, FL 33407 3 E6-0006719 17-107 0 I77j/ WALTER A TILLR Jr.P.E. 4 r'''rsrirt>'Aje• fLORDA U--1 44147 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 10 OF 20 MAXIMUM SHUTTER SPAN* 'L+" OR I-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+' (it.). FOR INSTALLATIONS IV/ .—l— OR--L-- (ft.).FOR OR -L-` (ft.) INSTALLATIONS CENTERMATES- 0 &-@..0r Qq or INSTALLATIONS W MUMETRICAL CENTERMATES CONCRETE & WOOD (1) L+:MAXIMUMALLOVIABLE SPAN FOR A GIVEN (a or @ or or )W/ ONE HV LOCKS L-; MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE %V/ ONE H.V. LOCK MANSCRY POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LOCK (9 W1 NO LOCKING RODS or ONE 4V LOCK "IR N/ NO LOCKING WALL A. B. C. D. E. M, N, 0, P. 0. ASZ. DESIGN PRESSURE RATING. W1 NO LOCI, RO CENTER Ajg)280 29 W1 ONE LOCKING RA 1 0 M OS MOUNTING F. K & L R, S, & V. feM" LOCK 30 W/TVIO LWONG (SEE NOTES t,ft) (VAUD FOR MOUNTING0 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM WEE SHEET 7) FLOOR/CEILING G, H. 1, 11, J T, U. IN & X VeALL MOUNTINGS (TOP/BOTTOM)OR FLOOR/CEILING! CONCH �OODI INSTALLATIONS 0 Mku" CONCRETE&WOOD CONCRETE MOUNTING M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, S.D.DEMPI ASD,OEWAI INSTALLATIONS 0 U"WU AAMM. I wSA DESIGN INSTALLATIONS F L RS WALL IAOUNT114C ILIIOII/CEIUIIG PRESSURE VIAL.UOUNTING PRESSU FLOOR/CCUNO MOVIMW DETERMINE MAXIMUM SPAN "L+*FROM SCHEDULE. RATINO - & gy,� GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, (P 1) MOUI4TiNG (v.a1J FLOOR/CEIUNG MOUNTING (P.A.) OR DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. 0 OR FL(XRIWALL MOUNING E L R) L (0) L+ (1) t (a) L 4 (4) 1 (11) 0 MAXIMUM SHUTTER SPAY "Lt"OR -L FOR 30 OR LES E 16*-0' 161-0" 161-01 101-0. —30 16'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED To MINIMUM DETERMINED SFINAL MAXIMUM ALLOWABLPASPAN IS EQUAL TO THE N BETWEEN -L+-AND-L--. — ----AD 16,-w Is'-a' 105 psi.XSZ.DESIGN PRESSURE RATING. 35 14'-10" t4-10' 75-2* -vir-0, 35 14*-1D' 14'-ID' 35 15*-2" 16'-10' 40 137-10r 13'-I0" 14'"2' 15'-2" 40 IY-lO* 131-IV 10 14,-2` 151-21 (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _5 45 13-4, W-3" t HV CORNER CENTERUATE #3 MAY BE USED AT ALL COMBINAMONS IN BETWEEN WALL MOUNTINGS 45 13'-i" 13*-1* 13'-4* 4-3' 45 13'-1' 13*-1' 50 12-5- 2-5- 12--8- 13--7- so 12'-5" 50 12-3 MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS; 55 11-10- 11-10- 12"-1' .12'-11` 55 11'-IO- 111-101 55 11*-1* 1 V-1 I" SHALL BE AS INDICATED ON MANDATORY CONDITION 82 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE Go 1V-4" 1 V-4' 1V-7' 12'-4' 60 1V-4' 11*-4' 60 l0'-2* 407_1-1- NOTE#5,SHEET 5. RATING: 65 W-10, 10'-10" 11'-1* 11'-11" 65 101-10' 101-101 65 DETERMINE: L,+- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS, 70 lo,-6* SD"-6- IWV- 70 10'-6* 70 L2+= MAX.SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" 10`-1' 10'-4- W-l" 75 lo'-s- IW-I, 75 =.!-z tt EXCEPT THAT UWMUM STUTTER INSTALLATIONS, 60 91-10, 9`_10" W-a. t0'-9' 80 W-10, S*-lo* SPAN'L+"OR'L-*AND MAXIMUM A.S.D.DESING FOR A GIVEN NEGATIVE&S.D. DESIGN PRESSURE 85 W-6. q.-S. W-W 10,-5* 85 9.-6. PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE RATING: 909-3. -9-3- 9-5' lo.-I. 90 9'-3* 9-31 OR CONCRETE BLOCK SHALLBE LIMITED AS FOLLOWS' DETERMINE: 95 ql_,. 8.-!). 9'-2- -F-1—0. 9-5 9--a- W-9" I- CONNECTIONS TO KEYSTONE MOUNTING Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,-72 P,s.f. AND 8'-0' SPAN, SEE Lz-=MAX, SPAN FOR FLOOR/CEILING MOUNTING 100 11-9. 8'-4- .-a. 1'-7* too MOUNTING @ON SHEET 7. INSTALLATIONS. 9'-4- 105 -7-7 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE a.- - 110 W-4" -7' W-7 9'-2 110 4 7 -' ' 7'-1* 5'-11' -44-&— Y 7'- SEPARATION TO GLASS SCHEDULE MINIMUM SEMEN %W, *L2+*, "LlAND'L2- 120 B.-o- '1* W-1. -W- 1.- ., 120 W-0, 6,-I1. (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM - 125 7'-70' 6'-6' 11-1. 11-1. 125 7,-10* 51-8* ALLOWABLE SPAN AND NEGATIVE kS,D. DESIGN 130 71-o' W-S' 7'-10" 8'-1' 130 7'-8' 6'-5' PRESSURE RATING TO DETERMINE 1.11AX(MULI ANCHOR WIND ZONE SPACING. 135 7'-7'* 6,-2* 74-9- 7'-1' 135 7'-7* W-2' MINIMUM 140 7.-5. _7-1-1' 7*-7- 7'-6- 140 7'-5" 5'-Tr ASTM E-1996 SEPARATION 145 7'-3- 7'-5- 7'-3- 145 '_r W-9' TO GLASS 150 7'-2" 5,-7, 71-e 7'-0' 150 7,-2" 5'-7- 155 j7-_0- 6--5' 7--2- ISS 7-77- 5'-5' 1 THRU 3 160 6'-11' W-2" 7,-1' 61-71 160 6*-I1' 5-2, 165 s`-Io` W-l" 7'-W 6•-41. 165 W-10, 5'-1' 170 17o W-9, 4'-I1_ 175 6'-7- 4'_9. 61-1. 6'-0' 175 6'-7" 4'-9" Igo W-6- 6-8- 7-10, 180 10 HV BLADE 185 6--5- 5'-8- 185 2"; W-4- 4*-S, W-4* 4*- 6-6, 1 190 6-d' "-5W-4" ]E 19 4W-5 ;-j; 195 5 W-4- 51-31 4::: 4 200 4-2 20 O W-3, V-1, 205 205 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', 0 2017 EASTERN METAL SUPPLY.INC. ............. 02017 1111.1100,INC, BERTHA HVTM Accordion Shutter System E7 KV. RAE #t W1 OR W/O KV.WNDON RAM 111. 7 q o:7,N 7 A.S.SwAs American Shutter Systems Irv. DESCRIPTION DAIX OWN W.MLMV./LG. 4,01, TILLIT TESTING & ENGINEERING COMPANY Assoclatlon, Inc. I OLD 15-085 �7/27/17 DATED 07/27/17 9355"40'.3&Vl 51,St.,=.MRCxM GMMa FLOF.DA 33iff — Ph- 4268 Westroads Drive 2(305)871-1530.Fox:(3DS)371-1531 —DRAWING No -0.. 1541...0-1— West Palm Beach, FL 33407 3 ,,9. ... WALTER A...... ES-OWTILUTI 67Jr.P.E.9 4 — 17-107 — FLOROA U_1 44167 r_5 — SHEET P.E. 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SHUT?ER PAN. - A S D DESIGN NFCATNE PRESSURE A'nNG AND A CORK SPLNDINC MOUNTING TYPE FOR CONCREiE OR CONCRETE BLOCK INSTALLATIONS (SEE UOUHONas 1,J.It A L ON SHEET 7) POURED CONCRETE � POURED-00011 BLOCK ANCHORS SPACING LEGEND (I)WALK OVER k I TRfNCN dQRAINGUARD MOUNTING (g)wALL/FL00R mouNTm QwALLjwALK OVER MOUNTING TAPCON OR SPM u uDUUDRM 0 (fl) UA DEM NEGRO¢PKZUiE WN D.OEM N'ECAINE PI✓ESUM 8ATM(PN 1SA DC"WA16E FOMWTW(Psf kSA DMZ tWTK Fi14ARE PAHA: TAPCON WITH ADVANCED 30 40 BO 75 90 120 160 205 30 40 60 75 90112011601205 30 4fl SD ?S 9b 120 160 205 30 40 60 75 90 I20 160 205 THREADFORM TECHNOLOGY 11 12 10 9 tl e b 6 12 12 12 12 12 1.5 aS BS 7 T 7 7 7 &5 5 s 5 5 5 5 s 5 ALL POINTS SOLID-SET 3•-0" 14 12 10 8 8 8 S. a 12 12 12 12 12 12 9.5 7 7 7 1 7 T 7 7 7 5 S 5 S 9 5 5 S BLUE TAP R LESS 14 12 10 9 8 8 6 6 12 12 t2 12 0.5 8 6 4S 7 Z 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 14 .12 10 0 8 8 6 o t2 12. 12 12 12 to 7.9 6 7 7 7 7 7 7 1 T S 5 5 9 5 s 9 3 TAPPER+ 14 12 10 9 8 a o B 12 12 12 12 1S 8151615. 5 7 7 7 7 7 7 3.5 4 5 5 5 5 5 5 a 4 4•-Q` 14 12 10 0 B 8 a 6 12 12 12 12 12 9S 7 5S ] 7 7 7 7 7 7 7 5 5 S 5 S 5 5 5 14 12 10 9 8 a a 6 12 12 12 9.5 8 8 4.5 &3 7 7 7 7 7 7 aS 5 S S S 5 S 5 5 S 14 12 10 9 B 8 o 6 12 12 12' 12 10 7.5 b,5 4 7 7 7 7 7 7 5.5 S S $ 9 S 5 5 S 4 t2 to 9 5 a 6 a 12 12 12 it a 7 5 4 7 7 7 7 7 5S 4 3 S 5 5 5 5 5 �4 J 5•-0` N 12 10 9 B B 6 B 12 12 12 12 f0 7.S 55 4 7 7 7 7 7 7 7 7 5 5 S 6 5 5 5 6 /4 12 1Q 4 e B 6 6 12 12 95 7.5 6 4,5 15 - 7 7 7 ? 7 7 S 19 5 5 5 5 5 5 5 4 t, 12 s0 s a B 6 8 l2 1Z t2 9S B 8 4S - 7 7 7 7 7 7 &S 4 s s 3 S 5 3 5 4 ''� SEE ANCHOR 14 12 10 9 B 6 6 6 12 12 tS 9 7.5 55 4 3 7 7 7 7 7 4.5 JS - 5 5 5 5 5 4-1 SS - SPECIFICATION$ 14 12 t0 9 a a a a 12 12 12 10 8 6 4S SS 7 7 ) T 7 T 7 7 5 5 5 5 5 s 9 3 ON SHEET 13 6•-0. 14 12 IO 9 8 8 6 a 12 12 8 0 5 { 3 7 7 7 7 7 &5 4 5 5 5 5 5 5 4 3 4f 12 f0 9 8 8 _6 4 f2 12 is 8 &5 S .75 - 7 7 7 7 T 6 4S - 3 5 5 5' 3 'S 4.3 ^ 14 12 10 9 8 8, 6 6 12 12 10 B 6S 5 3.5 - 7 7 7 B.S S.S 4 5 9 S S 5 4 3 '.-O. 14 12 f0 4 8 B 6 a 12 12 12 &S 7 S 4 ] 7 7 T 7 7 7 7 i4 12 10 9 a 8 -b b 12 10 &5 5 4.5 3 - - 7 7 7 T 6S 5 3 - S 5 14 12 t0 9 a- a a 6 12 12 BS 7 &5 - 7 7 7 7 7 S - - 5 S S 3 5 5 4 - Q VALID ONLY FOR UP TO +70, -75 t4 I2 iQ 9 a a 6 - 12 t2 a.s -7-s 4 - T 7 7 5S 4.5-27' - - 5. 5 5 s 4.5 3.5 - PSI' A.S.D DESIGN PRESSURE 14 12 ID 9... a 8--6 - i2 12 lag 7 . .S •• 7 7- 7 T 7 -7 -7- 4 5 S 5 5 5 -5 5 5 RATING'& FOR SPANS PER 14 12 10 9 8 B 8 - 12 9 6 4.3 4 3 - - 7 7 7 7 SS 4 - - 5 5 5 5 5 4 3 - SCHEDULE {f3, SHEEf 7T 14 12 t0 9 8 B 8 - 12 it 7,5 8 S 7S - 7 7 7 7.5 6 4.5 - S S 3 3 5 4.5 - 1{ 12 to 9 a B - 12 1.5 7S 8 5 3S ^ 7 7 &5 5 4 - - S 5 S S 4 3 9•-0. 14 12 0 9 8 it - - i2 72 9.S VS 5.5 4 3 7 7 7 7 T T B 3 5 5 5 5 S 5 5 5 4 12 10 9 9 8 - 0.5 8 S 4 3.5 - 7 7 7 B 5 15 - - S 5 5 5 S 4 3 - 14 i2 t0 9 a 8 - 12 to BS S 4.5 7 7 TIS b.5 - - - 5 8 S 5 b 4 - 14 12 iq 0 8 8 - 12 D.5 7 b-S 4S 3.& - - 7 7 5.5 4S 3S - - - 5 5 5 4T9 3d - - Y0•-D•14 12 fo 9 8 6 - - 12 It SS 6 5 3.5 - - 7 7 7 7 7 7 45 - 5 S 5 5 5 S 5 ,S 74 12- IO 9 T e 8 - 9.5 7 4.5 3S 3 7 7 7 5.5 4.5 - - S S S 5 4.S 15 - 14 12 10 9 8 8 - 12 9 6 5 4 7 7 7 8 5 - - S 5 5 4.3 S - - ti 12 IO 9 8 B - 12 94 6 3 4 3 7 7 5 4 3 - S 5 5 4 J.8 - - - I1•-0'H i2 10 9 8 B - - 12 10 7 S.5 4.5.3.5 = - 7 7 7 7 7 113A - b 5 S S 5 5 5 4 i4 t2 ID 9 9 a - - Bt S8 , 3S 3 - - 11 7 6 9 , - 5 5 5 S , 3 - H VBLADE N LY 14 12 TO-119- 8 a - - t1 8 5.5 t - - - - 7 7 , 6.5 - S S 5 5 4.5, 14 12 10 B 8 1b 8.5 &S aS 3.5 - 7 7 4S 3.5 - - S S 4S J.S J - - - 12•-0�/i 12 io 9 E - - t2 9.5 6S 5 4 3 - - 7 7 7 ? 7 - 5 5 S 5 5 5 4.5 15 [14 12 10 9 9 8 8 , 3 7 7 9.5 4S 1S S5 4.3 4 J 12 10 4 8 - 10 7.5 5 4 7 ? 6 5 - - 5 S 5 5 4 -t2 i0 9 B - 0.5 B 5 4 3.5 - - 7 6.5 4A 15 - 5 S 4S 3-5 3 - 12 to 9 a - - 1.5 8.5 6. 4S JS 3 - T 7 7 7 7 - 5 S 'S 5 S 5 Z5 3S Y2 t0 9 8 7 &5 3.5 3 ] 7 5 4 3 - 5 S 5 3 - - 12 10 9 8 9 7 Z6 .75 - - - 7 7 5.5 4.5 - - 5 S 5 4.5 4 12 10 9 - - t0 TS 3 4 3 - 7 6 4 3 - - 5 S 4 - Ek-0" 12 10 9 - 05 B 3.5 4 3S - - 7 7 7 7 7 4 5 5 53 12 10 9 - &S 5 3 7 7 S 19 - - - 5 j_S 4 - 12 iQ 9 - &5 6S 4 - - - 7 7 O 4 - - S S 5 4 - - - 14 12 10 - 9 7 4.5 15 3 7 SS JS - - - - 5 5 6 - 15,. 0" i4 12 t0 - - - IO LS S 4 3 - - - 7 7 7 7 7 SS 5 5 S 5 4 3 14 2 10 - 8 4. - - 7 7 4.5 3 - - S 6 1S 33 - - - 14 12 t0 - _ - - - 8 6 4 7 7 - 5 5 5 4 - 14 fZ 10 - - - - - &5 6A 4 3S - - - - 7 SS SS - - - - 5 - ie•-0�14 12 19 - - _ 7 7 61 3 - - 5 S 5 5 5 41 34 = - _ .79' t4 i2 SO - - 6 4.5 J - - 7 6.5 i - - .5 S 4 35 - - - - 1. 12 In - - - - 7S 63 b - - - = . „ ., = - - - It s 4.5 - FLORIDA BUILDING CODE(eon High Veiocity Hurricane Zone' 14I1'.\�`" ,•,,•••,,••'tf�= 02017 TIL7ECo.IHC, 4u12017 EASTERN METAL SUPPLY,INC. BERTHA HVTM A S S A Accordion Shutter System -T-7 1OMEC O17\ ■ ■ ■ ■ rlv. > #1 w/OR w/o H v 1MNDt7N alanE • P7J TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems qCv.N. DESCR1Pn0N DATE ORA"BY: LC. Qt. i 8355 N.W.36U.St.,See.745.%las N COIDD4.F10Fffi4 33161AsBOGtottOn, Inc. t OLD Ta-De5 127jt DATE, O7jz7liT �T1 11 Phom 1(305)871-1530.Fa•:(305)871-1531 4268 Westroods Drive 2 DRAWING No ':��1ri•'.,,..•..,.•.••l4bt11+ o->ne B t-DaDb70.01x- West Palm Beach. FL 33407 .3 �7 .1/� ''.�ONA4 EN�'tlt'1 WAL7ER A.TAUT.n.P.E. 4 17-107 •�1 lJ7 FUMM u0.f 44161 5 SHEET P.E. S'fJ Cj3t�1Q/3YURE/DATE a 14 OF 20 (AXIMIAA A.S.D. DESIGN PRESSURE RAMNQ (p,2Af) AND RIRESPONDING MrAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER-SPAN. N€GAME A.S•D-�FS>t� PRESSUR€ Rdf1NG AND..A CORRESPONDING MOLINENG TYPE. • (SEE MOUNTINGS ON SHEETS 16& 17). L-J B !S�;T F;;Z.d.`-i- F=- SOu N PINE NO. SPRUCE PINESPRUCE.' INE SOUTHERN PINE No. 2 W/ MIN. 0=0.55• SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MiN. COX 020ppw MIN.Gm0.55, FIR NORTH FlR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/MIN. G-0.43 W/MIN. G-0.36 PLYWOOD MIN.G O.sR�w/ W/ MIN. 6=0.43 W MIN. C=0.36 SPAN(I) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O. WALL MOUNTINGS B.o,WALL MOUNTINGS B.o, WALL MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. 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OWS S ShW.L BE INSTALLED FOLLOWING ALL OF THE RECOMMFtlOGlaNS AND SPECnCATIONS Or 711E ANCHHOR'S.WWUFACTUAER. FLORIDA BUILDING CODE Ron high Velocity Hurricane Zone 111 P�" f 02017 DLTECp,INC, 02017 EASTERN METAL SUPPLY,INC. �7' �\ �jcfnis�•.� BER HA H TM A + ' Accordion Shutter System i L E C 4 ,N c. . ■ ■ ■ RV.ELADE#1 W/OR W/O H.V.WNM BLADE fi•b' O� �•{+� TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION VAT[ oaAWN BY LC t, + [At` Association, Inc. 1 OLD 15-085 712711 WE 07727/17 ♦Y 6355 H,W,]Ina St„Ste.3V},4TpGRtA CAi�0d4.ROROA]316 1N Ph9ne:(305)871-1530.Foe:(305)$71-1531 4268 Westroods Drive 2 DRAWING No ', Stii .-.dl:Wteaoo.a.- West PDIm Beach, FL 33407 3 •-410,�NALEEB-00067.9 4 17-107 WALTER A OW 4-P.E. P.E. S�/t[/stt'MKMRE/DATE FLORIDA� a 44 67 a SHEET OF 20 I EXISTING _W060 BuiLOING-S F0_k _ _HV & HV* BLADES AS APPLICABLE INSTALLATION DETAILS ON EXI 0 a) I& MAX, S TER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(I) ONLY SHALL WALL FINISH BE LIMITED TO 105.0 asf. A.S.D. DESIGN PRESSURE RATING. SEE SJ 19 FOR MAX SPAN & 1/4*0 TO4111 OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIQN WITH BLADE Q) W WORKING IN UNISON 'ApCo.,F aT.ADVANCED THREADIFOR11A TECHNOLOGY Il 114-1;TAKON OR W/I F7 F��2 MIn.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/ 1 1/2'M;A..PENETRATION OF THREADED AREA TO EXISTING T I MUL SEPARATM UIST24C WOOD HEADER. WOOD HEAGM(SEE SCHEDULE ON SHEET 15) CLASS(SEE (D OR 1/4"0;20.3/4"S.S,MACHINE SCHEDULE ON SHEET TO f t8 SR, I (SEE SCHEDULE ON SHEET 15) )Y/1/4'-20 NUTS I I MR BLADE ITIAZ 0 12'D.C. I ON,SHEET 19 FOR x EXISTING BLAM a)&9 1�1t1YttY1t If. E CLASS­4 Min. WAI OR FLNt� lAtI 05 L.—OPTIONAL WALL EXISTING1 WN. ORO 2•x4'x4'WOOD I OR GER REOUIRED HEA2'x4*WOOD HEADER REOUIRED t/4*0 TAPCON OR TAPCON WITH ADVANCED j! THREADFORM TECHNOLOGY W/ 1 1/2- EXISTING I UX SEFARAMON Of TH EADED AREA to M1.1.11=111101111EAOER.R To QAss(SEE ON TO GLASS soaw "I". (SEE SCHEDULE 014 SHEET 15) ON --(, SCHEDULE ON SHEET 11) �W!I:D GLASS--j 2 11 FOR I EXISTING I ON SHE CONT,SILL BLADES(D& PLATE REO'D. BY VALL HEAD @HV WALL SILL I ION @HV WALL HEADER INSTALLATIONI _f__ i III I I MISEPAGLAS EXISTING MIN. SEPARATION TO GLASS SEERL SCHEDULRAETION ONTO SHEIET IS Ir— GLAISS_ EXISTING k:im SCHEDULE ON SHEET Ii} E)aST 2`X4'CONTzA MIN.SEPARATION TO CLASS GLASS 1,11,01,PLATE (SEE SCHEDULE 014 SHEET 17) =0.3/4-s S. REO'M SCREWS' 1/4-0-20*3/4-S.S. USING 1/4�-20 NUTS WALL MACHINE SCREINS W/ 0 12'D.C. 1/4' 20 NUTS 0 FINLSH O.C. OR@ R @ OR EO- r Ca q ED WOOD PLATE REOD. --I'Min. 1/4-0 TAPCON OR TAPCON WITH ADVANCED _1*Min. 1 THREADFORM TECHNOLOGY W/ 1 1/2- ON '2r.4-C.N.T 1,17..PENETRATION OF THREADED AREA TO 1/4'o TAPCON OR TAPCON WITH ADVANCED j SILL PLATE CASTILLO WOOD HEADER, 4�0.TAPOIDN OR REOV (SEE SCHEDULE ON WET is) N WITH ADVANCED I-SEE SHEET 4 FOR TYPICAL 112 MIT; WALL FINISH PENURATION OF THREADED AREA INTO PLYY, THRMFORM TECHNOLOGY SHUTTER ASSEMBLY. (SEE SCHEDULE ON SHEET 15) EMSTINC Nin.PENETRATION OF 2-MOUNTING SECTIONS CAN HE STUDS 0 16 O.C.I Ax.___��PLYWOOD�l;�o. AREA INTO PLWOOD COMBINED IN ANY WAY TO 1/2'MIN.CDX PLYWOOD REWO. REW0,PLYWOOD 70 BE "ALL n (SEE St"MULE ON SHEET 15) SUIT ANY INSTALLATION. HV WALL, SILL INSTALLATION ATTACHED TO STUDS IN THREADFORM TECHNOLOGY W/1/2' MIM 'DOD MIN 2'.4' 0SrNG MIN 2*x4'SIUDS 9 16'O.C.MAX, REO'O. PLYWOOD TO BE ATTACHE TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 230 0 F.B.C. SECTION 2308 OF THE (0-)MY WALL SILL INSTALLATION SEE UU(,jA1.1DNS I OF OFP HV ,WALL I "" F.01C. — BLADE x SHEET SILL INSTATWION ..,......... FLORIDA BUILDINGCODE Non High Velocity Hurricane Zone: 0110 1A. 02017 TILTECO.INC, @2017 EASTERN METAL SUPPLY,INC, ........ BERTHA ffVT, Accordion Shutter System Ti 7 WM ,c. A.S.&A■ KV. MADE#1 W/OR W10 KV.WNDOW aADE TILUT TESTING & ENGINEERING COMPANY American Shutter System. Irv.NDESCRIPTOR ` 2"'BY OAT LC. - 055 N.N.34w Association, Inc. I OLD 15-085 V/2715 .1.�G/17�17 Ph—I(305)671-1630.fax:(305)8171-15314268 Westroods Drive —2 -au.Ilt..04w. West Palm Beach, Fl 33407 3 OR"IING No ORION -X0 ED- 6719 17-107 ` ......"0 ON WALTER A TILUt Jr.PIC. 4 0 P.� FtOROA tl..1 44167 5 SHEET S M6 6 16 OF 20 ATE II BUILDINGS FOR nlHV HV- BLADES IAS: APPLICABLE) _[NSTkLLATJ_QNDETALS_ QR�MSTTNG MOM U & MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIQNS INTO WOOD WITH HV BLADE I ONLY WALL FINISH 5±1ALL3ELLIMITEP TO 105.0 Raf. A.S.D. DESIGN PRESSURE BATING, -SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION Wl H SLADE(J)& l&W98KjblG IN UNISON 1/4*0-TAPCON OR 1 2,MON.- 4'XW I EDGE(IF APPLICABLE) I P N EXISTING TECHNOLOGY I THR&ODFOWRTIN TAEONAINCC)LE00 WOOD BEAfl�PL119'lCjll�.IIRED. STRUCTURAL r W/1 1/2'Min.PENViRAJIGN 1 -20.3/4;S.S. OF COSTING WOOD OEM THREADED PS TRUSS OF AREA To 1411101 HEAD TO BE CERTIFIED BY EXISTING w000 HEADER. MACHINE SCREWS ENGINEER OR ExiSIVIC WOOD M;.. REGISTERED (SEE SCHEDULE ON SHEET I$) W/1/4*-20 NUTS ARCHITECT PRIOR TO Ed, E,d-71 TRUSSES OF? ED ED 0 12`oc. SHUTTER INSTALLATION. 1/2% 1/2 RAFTER 0 24 REQUIRED V — TAPCON OR OR — - 15 VZ..N WITH ADVANCED COSTING SOFFIT 257- TMRFADFORM TECHNOLOGY 3/4Max.INK, Mo.- w/1 1/2-Mal.PENETRATION A'.4'9t18'CONT.ALUM,TUBE OF THREADED AREA TO --EO '3 COSTING WOOD HEADER j (6063-76 ALLOY)W/ (SEE SCHEDULE ON SHEET 15) 16'0 LAG SCREWS TO '��QPTIONAL F 0 8•O.C� or 1 or @ R)rsd RAFTER OR TRUSS, D1 I or @ or @ LOWE LAG SCREWS AT EXISTING WOOD MIDINID7H OF EXISTING M114 2'.4" 1 MEMBER.IV 1 OPEN HOLE AT EACH 2 Min.NOMINAL EXISTI 4G---4 HEADER REQ'O .1 111DW/ .mh GLA is I MIN,SEPARATION 70 CLASS EXISTING STUD To ACCEPT PENETRATION EN _R.M OF THREADED "o SCREW AREA.VALID FOR (SEE SCHEDULE ON SHEET 11) GLASS AIN'ENVERLA8 TUBE. INSULLAIMNS WITH 72P31 MAX.A.S.O.DESIGN LOAD ANC UN.SEPAWIT01 COSTING UFAA-IW q'_G.MILL SPAN,THIS 10 QASS(SEE HV WALL HEADER INSTALLATION %HQxAE ON 9w CLASS INSTALLATION Is ONLY VAUD II FOR OUIX b")" • =19mw FOR WO W/?JIM.SPECIFIC 4 a1 L(DOR W I I FOR GLAM 090 OB Sw 129 04 SHUT In MR V"omm 3, or 0.50 AS DOUGLAS & . B.AWS(it FIR OR SOUTHERN PINE No.I SHEET 4 FOR TYPr&SHUTTER ASSEMBLY ICOR (W GOFFV10TYAL. IF 2_UOUNnNG SOCTIONS CAN BE COMM" HV CEILING INSTALLAT JON ANY WAY TO$off Off INSTALLATION. UK WAFAMN HY CEILIN I G I S T 0 TO P.Am(SM SEPARATION MIN,SEPARATION TO CLASS It; '10,W4Z 91DW.0 LASS (SEE SCHEDULE ON SHEET II)— EXISTV ON SKET 19 TO AG GLASS\�, t` (014 SCHEDULE 014 SHEET 11) ALTER ANCHOR WALL L N EXISTING 1100/4'HEX CLAS 2x6"MIN.WOOO WASHER HEAD TCKDECK REQUIRED Max, SCREWS a 12 (140 FINISH 2.6MIN.WOOD It 'R D DECK REQUIRED (NO ALLOWED) FINISH ALLOWED) EDGE EDGE ED- lXkj OF DECKDF EDGE or DEC IF APPLICABLE E. ECK F IF APPuCADLE ,a _j APPLICABLE t _-7 • 1/4'0-200/4-S.S. f 1/4-0 TAPCON OR IIILUPS TRUSS HEAD 2.-MIN. TAPCON WITH ADVANCED, MACHINE SCREWS 1/4-0 TAPCON OR TAP�..—1-1f.T.AEMYVANZiE­O_;' THRCAOFORI.1 TECHNOLOGY W/ 1 1/2-M- 2*Min. 2*x4*COUT. SILL PLATE 1 1/2'Min.PENETRATION 0 12 O.C. AP PENETRATION OF THREAt ED TECHNOLOGY W/ I 1/2'Min,PENEMTOU OF THREADED o1 t7. I",/THREADED AREA TO AREA TO MSTI14G WOO:)HEADER.(SEE THREADFORM TECHNOLOGY W/ 114'-20 NUTS 1/4-0 T CON OR TAPCON WITH ADVANCED THREADFORM -------2'MIN— SCHEDULE ON SHEET 15) ,o L! COSTING WOOD HEADER, AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE 04 SHED 15) (SEE SCHEDULE Oft SHEET 15) HV WALK—OVER INSTALLATION nY HV WALL SILL INSTALLATION 6 Kl EY5r6f,19 @.HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Veracity HDrricone Zone: 02017 tILTECO,INC, 02017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System • N UE o A.S.S.A. KV. MAX#1 W/CR W10 KV. WMW RAM American Shutter Systems REV.N. DESCRIPTION OATC ORAWN By. LC, COMPANY TlWT TESTING & ENGINEERING SL,St.M.MACM GARDENS.nOROA 3345C Association, Inc. I OLD 15-065 07/27/17 DATE. 07/27/17 ph—g(305)071-1530.Fax;(305)871-1531 4268 Westroods Drive 2 W $I —DRAWING No a-aWest Palm Beach, FL 33407 3 WALT E -0006719 17-107 ---..OAFAL EO EPA'TIUST J'.P.E. 4 P.E. SEAC/§tA*A*T*IJ"R'E/DATE 'toRCA U�f 44167 5 SHEET 6 17 OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x4" MiN. WOOD STUDS - StIAJr REa'a YH•uW,ridgy 2-.R•IRx. e. STWs RF;e'0, WCCO StLOS. �.{ -.' ! i 2'N•Mql. (As'PRX1640 1 ! f ANCNOR o 6•aC / wAGC STVPS. \ /( t(/1 t/2•IR!L ( 1\ //J `��1 / i (AS iYP4M 8tC) /j� rositii \/ t:.-. Vx•PetCTPATIN.I J `/ j \ r i + rH min•tF 1!\ EX61Va0 GLASS s�iiro Os Dost.o —t»srur cuss' ^•- o�mao cuss 1 1 1 Ennwo ccAss PLYaPCS. `f� ��'. � � mt/!E43` \\ �I W aAts t Co. TC QASs{� W{sawwal k Y!i som"1Ai In,u« vlwow. t/ts•.3• aAel "Tons 0Cl s�+¢oTa sa1DaLASS c7:a aiSIX sY cinmo°a'c`:4°" saiuiar saxT f �k.i (cm-ss}hurt. rw,b, lie It anK IN 9ESt 14 r�R it rrp sut{O,tun t!x 11 rw L IN 11)Na a+sEII» dAa.S 01a yhl lvotsma asEn is{HI at sim u�u,rlosut wnv05a, 1!i'.Irat. T9ATE h1xAtE 1n• f rims" � aKrtSa:alT,}A j7 varaY w. 1 eina b lio•tn'sus. a OiO.C. �� _ - '•• -- Vow,. i flonsuu..sa oat.i r ae. rz a • � pE I Rtn{A±nE or / 1 0R 1 OR t� 5 rra x OR " SEE EETw4 Y.fCR `+nE to TRAcKsON (}1 W ` SEE 00A4 x!cR-( -t3-ep,p•®=a9. CDWiECT*# [s-C O-8-@ Q3• sor caRECT»x - �� • to TRAMS -L=a t?'t E 24- pg��• .{$.lir.�= To TRAC 9 g -£2 C3=�S• �.q,.Sr«q. .(q« L3'-t3•f3-U•Q$• ep•p,E>r�.rj, - t�d ff (e}•C!l f9- �#.E§-3.44 ,�}. •G1•d�-•@)•tT?•t§- {3•fg«�.d•4•d.fL• �-f3-�#•O=�•fn- d•4�-4'�•Ls-e'�•O' 'p.�„�.0,=0.Lt. C�•{a-�.4a•�•4� O•L4«�.O'-�9.1�' END CONNECTION DETAIL(7) END CONNECTION DETAIL C8} � END CONNECTION DEiML i gj ENO CONNECTION DETAIL 1--0 + ELASS G •RECORED anY rat SFAlS G tER ntin i2•-0• :CLASS Y.i' s YO IIR•a TAPCCN A•..t♦m ye.Iwou AteC+R;RS1 f1we&i{.$. sTUCS RE03 v/t In-vau uw.V" c. I CxiSnnr.ctAn� �vOmRAnan o t2'as PmrlKk N o i2•ac. ro`oAss t>:nr ♦ SEE LIMITATIONS OF USE FOR ( sows.al soot # # I ©LADE(!DON SHEET 19 ia \ f V4 ' aGn asaEs,p6 67\ ObR 03-4-0305 4 K � ��♦Q.a�•�«�e«�iy. �TAu M J 21.c Illll.MOYJ a 11 1 `��� ©d• � � L'.9 uRtiL1AR t�{i s �/IEW Y mos xEOTIPLAN g.fg'.,D.La.�.�. 1CS•4�- •O'-Cad•�• •te«t�43'•9 4s Q 44- f3-Ci9 t .DETAIL_X END CONNECTION DETAIL 43' END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone till Qt+••••,, ��,;«^ 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,RSC. ' ''-��ENs'' ERT A MVTM �. A.SwS.A. L E C O i N s. Accordion Shutter System s KY. BADE#1 Wf OR W10 KY.WNDOW BADE Systems;, � h/�"+''� �• TICCIT TESTING & ENGINEERING COMPANY American Shutter S Y w.x oescaumou DATE I 43RAWT{ar. Le. ��•\. vt' !' alas rtw.ssu,St-Ste.3433.LaRcmu CARMIS,awtaA 33161 Association, Inc. i OLD 15-085 7/27 I OAM 07/27/17 Ph...:(3435)471-1530.rill:(3o5)471-1531 4268 Westroads Thrive 2 4 1 o-ms;i:WtacoaooLswn - JEONAL'Cc�� Vest Palm Beach, L 33407 s DRAWING No � T WALTER ALUTJt7P.E. s 17-107 rLORmuL.a 4487 s SHEET LJStGNATURE/DATE 6 18 OF 20 (� IN )HV RIADF ACCO � «GENERAL UM ONS AND CONDM!%jS QE M&R BERTHA A O �4c^ C:/( I.iW4.A.S.O.OEStCN PRESSURE RATUYG:+110,- 110 P.a.L 2.MAX.SHUTTER SPAN:DO' J.ALLOWED MOUNDNGS:A D.G&H OH SHEETS S.7:AS WELL AS MOUNTINGS M.0.T.U&W ON SHEETS 16&17. � ON NLYCE NTE� MTH� Offff 2QTR. YSIDE �QPPOSU G -' BXMUST INCLUDEDON ONLY ETROR ACCESS CEU .NRMA E @49- 5, TIP.EA END t t t �' �' i 5.(A)HV WINDOW LADE 8'SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 /f�� (8)MIN.CLENWiCE FRO TOP OR BOTTOM EDGE OF W WINDOW BLADE u MAX.5 WINDOWS 0- t t t (_'t it J' �' �' (,') ' OF ANY 3 0 HOLE FOR U SHILL BE 11% ALLOWED AT 11V� ' L,( WINDOW BIAOE (C)FIRST OR BLADE COMING OUT FROM STARTERS At ENDS MAY BE F{V .(0)HAW BLADE 7�/ � (0)FN WINDOW BLADE 1'.'}+MUSf 8E USED ALTERNATE TO A SOLID NV BLADE(D THROUGHOUT SHUTTER'S WIDTH. (E)CALL.ALWAYS BE INSTALLED ADJACENT TO A SOLID HV p ABLACE 1"Al ENNER SIDE OF THEM. (�POLYCARBONATE HJ WINDOW®SHALL BE INSTALLED So Tqg TABS FACE - iSEE-END �- BEINGNO CONNECTION ' /f��l}j ONLY INSTALLED M14G APHV SETTING TOOL PROVIDED MUST ASSA. DETAILS ON SHEETS t t xH 11" INC. 10& 18 TYP, 1` SibR FULL HEIGHT. ( 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAVE 9 F' d BUILDWGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P 1P I &2 ABOVE). L5 7.SFE ANCHOR SPAGt:iG SCHEDULE FOR INSTALLATIONS INTO POURED C=$ CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED RY SPAN ANDD ESIGN LOAD(SEE NOTES I &2 ABOVE). B.MIMUUM SEPARATION TO GLASS SCHEDULE.PER ASTM E-190& ( WSEE PLAN FOR REQUIREMENTS) r,, n, D H ._,+ 7YP TOP&BOTTOM (D6 +v� WHO ZONE MINIWM SEPARATION TO CLA55 NLIMREO WIDTH i THRU 3 i' ELEVATION Saox" CLASS R8.25• EXISTING GLASS SEE SL7�XA.E ON SH7:7 IFOR 1 MAXsAD h'+4 ON Ttc4 SHEET FCR BLADES iD& A C16 ,"05 �IJP '11 2 G CENTERMATES(2 w �\\, �� f x¢`-;�} � t CO, tp. SYM ECPo CENTERWTTS 2�fj ,/v, / / Lalsrx mid W/�OR 5 ALTO---- W/ W/O (SE.NOTE 4 ABOVE) -.. PLAN. TYPICAL C1) NV BLADE WORKING IN UNISON WITH HV WINDOW BLADE CA'' SWUTTEF�* � '�-----�/ iiJ^"AJ p ''•._ FLORIDA BUILDING CODE(tion High Velocity Hurricane Zone', t/1 d' 02017 TILTECO.INC. 02017 EASTERN tAETAL SUPPLY.INC. �`' ''�.t�'ENF''•'' BERTHA HVTIJ Tk; fr Accordion Shutter System. N.V. BAE#1 W/OR W/0 RV. WMOW etADE American Shutter Systems Rrv.No OESCRIPROH DATE DRAWN Sr. LC. 'Q'; ' •(;[C;y��..' TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-055 7/27/17 DATE: 07/27/17 �rA•'..F 't,`+I+, 6315 N.W.56it St-Sta 305.LIRGINK WOENS.FLOROA 331614268 WestfOOl')5 Drive x V II Fhann:(395JB71-1510.Foy (395)877-1551 DRAWING No a-tna:l:atlaca0ad.anra West Palm Beach, FL '33407 s �`�lOIVAL E�� EB-0006719 17-107 VIALTER A TI UT JI.RE. t P.E. SEAL/SIGNATURE/GATE FLORe u` 44167 6 SN19 OF 20 VARIES -1-N-S'T-AL-LA-T[-ON��7WZ�M-HV- 'EfLAaE-&�HV--CENTERMATE-S-W-------- -1 2,006�Mox.r g 'A 2 A'-0..135.'XfF% 2-Max.-I — 0 Min.0:60 MV.STEEL METALSTUDS AT 10.O.C. wO 4 INTO METAL STUD WALLS -------- 0 6 OX - -------- 0 114"o NOMINAL -, I -! * GENERAL LIMITAMNS AND CONDITIONS OF USE ALUMINUM SLEEVE 3/4-.6 1/4riS35 1-1 3C FOR 13EIRTHAO)HY BLADE ACCORDION SHMER 6063-T5 ALLOY C"., m THICK w..1 . a. SEPARATION TO GLASS SCHEDULE CONT, Ct"Na.I fi-O.C. o 0 SYSTEM INSTALLATION 1Q METAL STUD WALLS uQn 3.000' ASTU A-651 01MI:40 lfdl�G-6o t GALVA141ZED FASTENED TO STUDS I EXISIR40 FINISH 1, MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 1O.T/2-nx SCREWS GN 1 IMoa NTERIOR 1.111&EXrVVQR FACC i AS APPLICABLE 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM ASTM E-1996 SEPARATION LENGTH 4- 1 EXISTING CLASS MIN EPARATION 3. ALLOWED MOUNTING: ON THIS SHEET. TO GLASS 4 GL4SS — (5 (SEE SCHEDULE) .3 6 4. ONLY4(ENTERMATE(�21"W/ 204 HV LOCK ARE ALLOWED I THRU 3 1 114"0-20W BOLT WITH 21 ARRANGED A SYMMETRICAL LAYOUT. U 0 MUST PENETRATE 1. USE 0 (2)n35 (6' LONG. MINIMUM) MUST ALWAYS BE 4 373' 1 3/4'*6 1/4'.DOW ROOK M, EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF -K CIXAZ AS APPLICABLE CEN7ERMATE. ASTU A-653 ORME 40 L0, MIT.CALV.STEEL TRACK ------rS 60 LL RED FASIVIED TO Sit"; 16.1/2'TEK SCREWS GN 43a 4 NTE10OR At EXWAIOR FACE 0 61 D.C. 0 61 D.C. 1/4-0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VAUD FORIC 1/4"0 ELCOMNSFRILIMON TE IR PRODUCTS FAB-LOK HE) CENTERMA 21 APPLICATION WITH BLADE In R 0 dab 1 1/2'.0,035,THICK ASTM 0 6"O.C. C_SOA-653 GRAM 40 COMPONENTS STEEL ST DS AT 16,ox, in WALL HEADER/SILL INSTALLATION 00 ING FINISH AS APPLICABLE SCALE: 1* METAL STU T(TYP.TOP&BOTTOM) A ------ K �6!1/4'. �031!­THIC 1,11., t. STEEL TRACK CHANNEL 3 OWE 40 MI..6-60 ------- -ZE-XISTING GLASS M OS� CALVAN D FASTENED TO STUDS SYMMETRYCXL"i MINI.SEPARATI014 VARIES INTERIOR EXTERIOR FACE c w z VARIES TO GLASS CENTERMATES CENTERMATES W1 E SCHEDULE) MCA. 2 INTERIOR ACCESS SIDE .4.. "�'E 10 ACCESS SIDE' z 1 ---------------- (rrp.) IN min.) IN .1 --------------- /I 2� - 24-- ------- - -—--—-------------7 ------- --- ----- --- .7-1 ---------- - ------ - ------------ --------- - ------- --- T" -------^---------- 2)42 21 4 21 21 L W,4AID AT 112 ------------- ------- --------------- W HEADOR/Sl ENDS[VIEW Y L(A-) 1 (6-min.) SIDE CONNECTION TO TRACK 3 1/4-(Typ.)—5 1/2-(Typ.) 7 MAX.• SLACK (Cont.) HV8BLADE SLACK DETAIL-8-KE BY-C FLORIDA BUILDING CODE(Mon High Velocity Hurr;co6i Zone�, 020T?TIL7100.INC. 021317 EASTERN METAL SUPPLY, INC. 9E-RTHA HVTM Accordion Shutter System rg q o . .&A Ti,L A■SKV.BLADE#1 W/OR W/O H.V.Wt=W MADE TILLIT TESTING & ENGINEERING COMPANY American butter Systems EV,N. DESCRIPTION DATE ORAW71 811. L.C. Association, Inc. I OLD 15-085 D7/27/17 CAV- 67—/27/f7— eT nr. .r, '4 63s5SW - 331U 4268 Westroads Drive 2 71-153D re.t(305)871-1531 DRAWING No -01 141L.0-1— West Palm Beach, FL 33407 —3 17- EO-0006710 107 WALTER A.73-UT Jr.P.E. 4 FLOR1"167 5 SHEET P E SNIP M U. 6 20 OF 20 BUILDING'S PEAK ROOF HEIGHT r.e ncaaN wizen PRFCC//RF FOR nnupONENTS d CLADDING (P.SF.) FOR ASCE 7-f0 - PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET � BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTWL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) m O '-9"AND 4 N� PEAK L••LESS THAN 7'-9' 1••GREATER OR EQUAL THAN 7L••GREATER OR EQUAL THAN 12'-S' r ROOF LESS THAN 11'-!" HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE POSIFIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. IND/G7ED DESIGN WIND PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 573 68.5 41.1 86.4 51.8 * CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITIONS > 15'-20' 80.4 48.2 107.6 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 AND FOR ALL ROOF - >20'-25' 83.6 50.2 111.9 67.1 79.8 47.9 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. >25'-30' 86.2 51.7 175.5` 69.3 82.4 49.4 707.7 64.6 77.3 46.4 97.4 58.4 **L e ACCORDION SSTORY PANELHUTTER j BLADE LENGTH OR BAHAMA >3o'-4a' 90.7 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 SKITTER HEIGHT >40'-50' 94.3 56.6 126.2 75.7 90.0 54.0 117.7 70.6 84.4 50.6 106.5 6J.9' **at PRODUCTS WHICH BEAR A >50'-sD' 97.3 58.4 130.3 78.2 92.9 55.7 121.5 72.9 87.2 52.3 109.9 65.9 MYWI-RADE COUNTY OR A STATE OF FLORIDA APPROVAL Rlmnwr'e PEAK ROOF HEIGHT Vs OEQIGN w/Nn PRFSC7FRE FOR CDAMOMMIS & CLADDING (P:SF„) FOR ASCE 7-10 PEAK ROOF'HEIGHT GREATER THAN 60 FEET K BASIC WIND SPEED - 170 mph RISK CATEGORY 11 BUILDINGS . RESIDENTIAL, APARTMENT BUILDINGS& COMMERCIAL BUILDINGS(RETAIL, WHOLESALE) P�005 PEAK L••LESS THAN 12-3' L••GREATER OR EQUAL THAN 12'-3" ROOF HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. >60'- 70' 91.5 54.9 167.7 100.6 84.3 50.6 148.4 89.0 BUILDING SCHEMATIC >70'-80'1 93.6 56.2'i 171.6 103.0: 86.2 51.7 151.9 91.1 >BD'-9o' 95.6 57.4 -175.2 105.f -88.0 52.8 155.0_ 93.0 >90'- loo' 97.3 58.4 178.4 1OZ4 89.7 53.8 157.9 94.7 - - - - - - - - - -- - - - --- -- __-_ > 100'- 120' 100.5 60.3 184.2 110.5 92.5 55.5, 163.0 97.8 > 120'- 140' 103.2 61.9 789.2 113.5 95.1 57.1 1674 100.4 > Iso'- raD' 1028 64.7 197.6 718.6 99.3 �` 59.6 174.9 104.9 1111Q• `'��I'+ > 160'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 `Ap.�:. JCENS�r'••.,• ? R9 ,2- f �1 r.� >2oo'-250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 .O t• ry0•./44167 IC•'pE` IE�pE® FOR >250'-300' 11ZB. 70.1. 216.0 129.6 108.5 65.1 191.1 114.7 ®®E COMPLIANCE E >3Oo'-350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 117.8 ti•rp'. STATE _ T. axed as >350'-400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 u. LUTE COUNT 9 >450'-00' 128.8 77.3 236. 141.7 118.6 71.2 •208.9 1 115.3 gO��S'•�.QR�O,.a��\�16 12J.I F P` Zi NO a7- c F0PY 1.)TMS CERTIFIED SIGNED AND SEALED WIND LOAD CHART,PREPARED BY IRIS ENGINEER.BASED ON ASCE 7-10,FOR A BASIC WIND SPEED OF 170 MPH,AND 2017(6th EDITION)FLORIDA BUILDING CODE-BROWARD, PALM BEACH, MARTIN, ST. LUCIE&IN09W RIVER CPUN77ES APPLICABLE RISK CATEGORY BUILDING&EXPOSURES;15 COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. ASCE 7-1 D/ WIND,PRESSURE CHART L.C. 2.)THIS WIND LGAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. STORM PANELS,ACCORDION'&B4HAMA SHUREPS ••" DRAWN BY 3:)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAT. If BLDGS 08/09/17 WIND PRESSURES ARE ULTIMATE AND A.S.D.PRESSURES. C WHO PRESSURE CHART DATE _ 4.)THIS W/ND LOAO CHART SHALL BE CONSIDERED 1NVAL/D IF ALTERED BY ANY MEANS. I L ` O N C' BASIC WIND SPEED� /70 mph -_ _ 7LLL.1T TESTING tr ENGINEERING COMPANY EXPOSURE D,Kd-0.85 17-194, 3.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR-OR-PERMIT=HOLDER fROM-THIS WINO LGAD_CNART SHALL-BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY AJ]9 RW.]a1n.sr.I'm]a5 t2AGwu GARpiq n lfrae THE CONTR.ICTOR OR PERMIT HOLDER(..g.,SPREADSHEET,OPENING SCHEOULE/TAK£OFF SHEET,ETC.). - - - _ __ _ _ _ IT T+_(]INTI-r]W•NE I N COMPANY ORAWINO No ES-0006719 -- m�Ia' rvrt vAr.w WALTER A TILLIT Jr.P.E. au rs-rm T a -'- -- - --- -SHEET-f- OF-1 - --- ROR/DA U. 1 44167 i